CN109296243B - Improved earthquake-proof building - Google Patents
Improved earthquake-proof building Download PDFInfo
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- CN109296243B CN109296243B CN201811122380.0A CN201811122380A CN109296243B CN 109296243 B CN109296243 B CN 109296243B CN 201811122380 A CN201811122380 A CN 201811122380A CN 109296243 B CN109296243 B CN 109296243B
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 32
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 229910001220 stainless steel Inorganic materials 0.000 claims description 6
- 239000010935 stainless steel Substances 0.000 claims description 6
- 230000002265 prevention Effects 0.000 claims description 5
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims 2
- 230000009286 beneficial effect Effects 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 4
- 230000002349 favourable effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 4
- 239000012791 sliding layer Substances 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides an improved earthquake-proof building which comprises a foundation, a first support column, a wall, a building outer wall, a tearing-proof support rod structure, a support fixing table structure, a collapse-proof support column structure, pre-buried columns, plug-in rods, a first fixing plate, pre-warning columns, connecting columns, rain-proof plates, a first connecting seat, a hanging ring, a connecting table and a building roof. The fixing pipe, the propping rod and the propping plate are arranged, so that the wall is prevented from collapsing towards the middle, and the wall is supported; the arrangement of the fixing pipe, the connecting rod, the second fixing plate and the bolt is beneficial to preventing the building from collapsing caused by wall tearing in the earthquake process; the arrangement of the reinforcing column, the second supporting column, the fixing seat, the inclined supporting rod and the second connecting seat is beneficial to supporting the escape space when the building collapses; the supporting table, the setting of fixed column and erection column is favorable to playing the effect of supporting to the ground, prevents to tear at the in-process ground of earthquake.
Description
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to an improved earthquake-proof building.
Background
The recent frequent occurrence of global earthquakes constitutes a great threat to lives and properties of people worldwide, and many methods have been invented for people in the earthquake, but have drawbacks. For example, reinforcing a building, by adding reinforcing ribs to the wall, the appearance of the house is very unsightly; more people adopt tents, and the houses cannot prevent wind and rain although personal injury is not caused by earthquake.
The Chinese patent publication No. CN201896479U is named as an earthquake-proof building, which comprises a foundation, walls and a roof, wherein the walls and the roof form an integral building; the bottom surface of the integrated building is provided with a sliding layer; the sliding layer is fixed on the foundation. However, the existing earthquake-proof building also has the problems that the wall is easy to collapse, the wall is easy to tear, and the escape space is not easy to support when the wall collapses.
Therefore, it would be highly desirable to invent an improved earthquake-resistant building.
Disclosure of Invention
In order to solve the technical problems, the invention provides an improved earthquake-proof building, which aims to solve the problems that the wall of the existing earthquake-proof building is easy to collapse, the wall is easy to tear and the escape space is not easy to support when the wall is collapsed. The utility model provides an improved generation prevents earthquake building, includes ground, first support column, wall, building outer wall, anti-tear bracing piece structure, support fixed station structure, anti-collapse support column structure, pre-buried post, spliced pole, first fixed plate, early warning post, spliced pole, flashing, first connecting seat, articulated ring, connection platform and building roof, first support column peg graft respectively in the upper end left and right sides of ground; the wall is built on the outer wall of the first support column; the building outer wall is laid on the outer wall of the wall; the anti-tearing support rod structure is sequentially arranged between the first support column and the first support column from top to bottom; the supporting and fixing table structure is arranged at the lower end of the foundation; the collapse-preventing support column structure is arranged at the middle position of the upper end of the foundation; the connecting tables are respectively connected with the middle positions of the left end and the right end of the foundation by bolts; the embedded columns are respectively welded at the left side and the right side of the lower end of the connecting table; the inserting rod is inserted into the left side and the right side of the upper end of the building roof; the first fixing plate is welded at the upper end of the plug rod; the lower ends of the early warning posts are welded at the left side and the right side of the middle of the upper end of the building roof; the upper end of the connecting column is welded at the middle position of the lower end of the rainproof plate; the upper ends of the early warning posts are respectively welded at the left side and the right side of the lower end of the rain-proof plate; the first connecting seats are respectively connected to the left side and the right side of the lower end of the rainproof plate through bolts; the hanging rings are respectively welded at the middle position of the lower end of the first connecting seat; the tearing-proof supporting rod structure comprises a fixed pipe, a tightening rod, a tightening plate, a connecting rod, a second fixed plate and a bolt, wherein the tightening rod is welded at the middle position of the upper end and the middle position of the lower end of the fixed pipe respectively; the jacking plates are respectively connected with the left end and the right end of the jacking rod through bolts; the connecting rod is inserted in the middle position inside the fixed pipe; the second fixing plates are respectively welded at the left end and the right end of the connecting rod; the bolts respectively penetrate through the middle position inside the upper end of the second fixing plate; the bolt also penetrates through the middle position inside the lower end of the second fixing plate.
Preferably, the supporting and fixing table structure comprises a supporting table, a first connecting pipe, a reinforcing rib, a fixing column, a mounting column and a second connecting pipe, wherein the first connecting pipe is connected with the middle position between the fixing column and the fixing column through bolts; the first connecting pipe penetrates through the middle position inside the supporting table; the reinforcing rib is inserted in the middle position inside the first connecting pipe; the mounting columns are sleeved on the left side and the right side of the outer wall of the first connecting pipe; the second connecting pipe is welded at the lower part between the mounting columns.
Preferably, the collapse-preventing support column structure comprises a reinforcing column, a second support column, a fixed seat, an inclined strut, a second connecting seat and a building column, wherein the reinforcing column is inserted in the middle position inside the second support column; the fixed seat is connected with the lower parts of the left side and the right side of the building column through bolts; one end of the inclined stay bar is connected with the middle position inside the fixed seat in a shaft way; the other end of the inclined strut is axially connected to the middle position inside the second connecting seat; the building column is built on the outer wall of the second supporting column.
Preferably, the lower end of the plugging rod is connected with the upper end of the first support column through a bolt; the building roof bolt is connected to the upper end of the first support column.
Preferably, the fixing pipe is sequentially connected between the first support column and the first support column through bolts from top to bottom; the second fixing plates are respectively arranged on the outer walls of the left side and the right side of the first support column; the bolts are respectively inserted into the outer walls of the left side and the right side of the first support column from top to bottom in sequence.
Preferably, the reinforcing ribs adopt cylindrical reinforcing steel bars; the second connecting pipe is made of stainless steel pipes.
Preferably, the fixed columns are welded at the left side and the right side of the lower end of the foundation; the fixed columns are welded at the lower ends of the first support columns respectively.
Preferably, the reinforcing column adopts an iron column; the inclined stay bars are stainless steel bars.
Preferably, the second support column is connected with the middle position of the upper end of the foundation by bolts; the second support columns respectively penetrate through the middle positions inside the fixed pipes; the second connecting seats are respectively connected to the left side and the right side of the lower end of the fixed pipe through bolts; the connecting column is welded at the upper end of the reinforcing column.
Compared with the prior art, the invention has the beneficial effects that:
1. in the invention, the fixing pipe, the jacking rod and the jacking plate are arranged, so that the wall is prevented from collapsing towards the middle, and the wall is supported.
2. In the invention, the arrangement of the fixing pipe, the connecting rod, the second fixing plate and the bolt is beneficial to preventing the building from collapsing caused by wall tearing in the earthquake process.
3. In the invention, the arrangement of the reinforcing column, the second supporting column, the fixing seat, the diagonal brace and the second connecting seat is beneficial to supporting the escape space when the building collapses.
4. In the invention, the arrangement of the supporting table, the fixed column and the mounting column is beneficial to supporting the foundation and preventing the foundation from tearing in the earthquake process.
5. In the invention, the support table, the first connecting pipe, the reinforcing ribs and the fixed column are arranged, which is beneficial to preventing the foundation from moving and affecting the building in the earthquake process.
6. In the invention, the arrangement of the early warning post, the connecting post, the rain-proof plate, the first connecting seat and the hanging ring is beneficial to hanging copper bells, and is convenient for early warning work in earthquake.
7. In the invention, the arrangement of the reinforcing column, the second supporting column and the laying column is beneficial to preventing the surfaces of the reinforcing column and the second supporting column from rusting in the using process, thereby influencing the using time.
8. In the invention, the fixing pipe, the jacking rod, the jacking plate and the connecting rod are arranged, which is beneficial to supporting the separation layer of the building.
Drawings
Fig. 1 is a schematic structural view of the present invention.
FIG. 2 is a schematic structural view of the tear resistant support bar structure of the present invention.
Fig. 3 is a schematic structural view of the support fixing table structure of the present invention.
Fig. 4 is a schematic structural view of the collapse prevention support column structure of the present invention.
In the figure: 1. a foundation; 2. a first support column; 3. a wall; 4. building outer walls; 5. a tear-proof support bar structure; 51. a fixed tube; 52. a pushing rod is tightly pressed; 53. a pressing plate; 54. a connecting rod; 55. a second fixing plate; 56. a plug pin; 6. a support fixing table structure; 61. a support table; 62. a first connection pipe; 63. reinforcing ribs; 64. fixing the column; 65. a mounting column; 66. a second connection pipe; 7. collapse prevention support column structure; 71. a reinforcing column; 72. a second support column; 73. a fixing seat; 74. a diagonal brace; 75. a second connecting seat; 76. building a column; 8. embedding a column; 9. inserting a connecting rod; 10. a first fixing plate; 11. an early warning column; 12. a connecting column; 13. rain-proof board; 14. a first connection base; 15. a hanging ring; 16. a connection station; 17. building roof.
Detailed Description
The invention is specifically described below with reference to the accompanying drawings, as shown in fig. 1 and fig. 2, an improved earthquake-proof building comprises a foundation 1, a first support column 2, a wall 3, a building outer wall 4, a tearing-proof support rod structure 5, a support fixing table structure 6, a collapse-proof support column structure 7, pre-buried columns 8, plugging rods 9, a first fixing plate 10, a pre-warning column 11, a connecting column 12, a rain-proof plate 13, a first connecting seat 14, a hanging ring 15, a connecting table 16 and a building roof 17, wherein the first support column 2 is plugged into the left side and the right side of the upper end of the foundation 1 respectively; the wall 3 is laid on the outer wall of the first support column 2; the building outer wall 4 is laid on the outer wall of the wall 3; the anti-tearing support rod structure 5 is sequentially arranged between the first support column 2 and the first support column 2 from top to bottom; the supporting and fixing table structure 6 is arranged at the lower end of the foundation 1; the collapse prevention support column structure 7 is arranged at the middle position of the upper end of the foundation 1; the connecting tables 16 are respectively connected with the middle positions of the left end and the right end of the foundation 1 by bolts; the embedded columns 8 are respectively welded at the left side and the right side of the lower end of the connecting table 16; the inserting rod 9 is inserted into the left side and the right side of the upper end of the building roof 17; the first fixing plate 10 is welded at the upper end of the plugging rod 9; the lower ends of the early warning posts 11 are welded at the left and right sides of the middle of the upper end of the building roof 17; the upper end of the connecting column 12 is welded at the middle position of the lower end of the rain-proof plate 13; the upper ends of the early warning posts 11 are respectively welded at the left side and the right side of the lower end of the rain-proof plate 13; the first connecting seats 14 are respectively connected to the left side and the right side of the lower end of the rain-proof plate 13 through bolts; the hanging rings 15 are respectively welded at the middle position of the lower end of the first connecting seat 14; the anti-tearing support rod structure 5 comprises a fixed pipe 51, a tightening rod 52, a tightening plate 53, a connecting rod 54, a second fixed plate 55 and a bolt 56, wherein the tightening rod 52 is welded at the middle position of the upper end and the middle position of the lower end of the fixed pipe 51 respectively; the jacking plates 53 are respectively connected with the left end and the right end of the jacking rod 52 by bolts; the connecting rod 54 is inserted in the middle position inside the fixed pipe 51; the second fixing plates 55 are respectively welded at the left end and the right end of the connecting rod 54; the bolts 56 respectively penetrate through the middle position inside the upper end of the second fixing plate 55; the bolt 56 also penetrates through the middle position inside the lower end of the second fixing plate 55; during construction, foundation 1 construction is carried out at a selected position, embedded columns 8 are buried at proper positions, construction is carried out, first support columns 2 are inserted into proper positions at the upper ends of the foundation 1, the first support columns 2 and the first support columns 2 are installed through fixing pipes 51, when an earthquake occurs, the first support columns 2 are prevented from being extruded towards the middle through the fixing pipes 51 and the jacking rods 52, and the first support columns 2 are prevented from being torn towards two sides through the jacking rods 52 and the second fixing plates 55.
In this embodiment, referring to fig. 3, the supporting and fixing table structure 6 includes a supporting table 61, a first connecting pipe 62, a reinforcing rib 63, a fixing column 64, a mounting column 65 and a second connecting pipe 66, where the first connecting pipe 62 is bolted to an intermediate position between the fixing column 64 and the fixing column 64; the first connecting pipe 62 penetrates through the middle position inside the supporting table 61; the reinforcing rib 63 is inserted in the middle position inside the first connecting pipe 62; the mounting posts 65 are sleeved on the left side and the right side of the outer wall of the first connecting pipe 62; the second connecting pipe 66 is welded at a lower position between the mounting post 65 and the mounting post 65; when an earthquake occurs, the foundation 1 is supported through the supporting table 61 and the fixing columns 64, and when the earthquake occurs, the foundation 1 is prevented from being damaged by the earthquake through the first connecting pipes 62 and the reinforcing ribs 63, and the foundation 1 is protected.
In this embodiment, referring to fig. 4, the collapse preventing support column structure 7 includes a reinforcing column 71, a second support column 72, a fixing base 73, an inclined strut 74, a second connecting base 75 and a laying column 76, wherein the reinforcing column 71 is inserted in an inner middle position of the second support column 72; the fixing seat 73 is connected with the lower parts of the left side and the right side of the building column 76 through bolts; one end of the inclined stay bar 74 is axially connected to the middle position inside the fixed seat 73; the other end of the inclined strut 74 is pivoted at the middle position inside the second connecting seat 75; the building columns 76 are built on the outer wall of the second support column 72; when living, support work to the building through spliced pole 71 and second support column 72, when meetting the earthquake, play the supporting role to the building through spliced pole 71 and second support column 72 and prevent that the phenomenon of collapsing and tearing from appearing in building inner structure, simultaneously through fixing base 73, diagonal brace 74 and the setting of second connecting seat 75, be favorable to playing the effect that supports the escape space when building inner structure takes place to collapse.
In this embodiment, specifically, the lower end of the plugging rod 9 is connected to the upper end of the first support column 2 through a bolt; the building roof 17 is connected to the upper end of the first support column 2 through bolts.
In this embodiment, specifically, the fixing tube 51 is sequentially bolted between the first support column 2 and the first support column 2 from top to bottom; the second fixing plates 55 are respectively arranged on the outer walls of the left side and the right side of the first support column 2; the bolts 56 are respectively inserted into the outer walls of the left side and the right side of the first support column 2 from top to bottom in sequence.
In this embodiment, specifically, the reinforcing ribs 63 are cylindrical reinforcing bars; the second connecting pipe 66 is made of stainless steel pipe.
In this embodiment, specifically, the fixing columns 64 are welded on the left and right sides of the lower end of the foundation 1; the fixing columns 64 are welded to the lower ends of the first support columns 2 respectively.
In this embodiment, specifically, the reinforcing column 71 is an iron column; the diagonal brace 74 is a stainless steel rod.
In this embodiment, specifically, the second support column 72 is bolted to the middle position of the upper end of the foundation 1; the second support columns 72 penetrate through the middle positions inside the fixed tubes 51 respectively; the second connecting seats 75 are respectively connected with the left side and the right side of the lower end of the fixed pipe 51 by bolts; the connecting post 12 is welded to the upper end of the reinforcing post 71.
Principle of operation
In the invention, during construction, foundation 1 is constructed at a selected position, embedded columns 8 are buried at proper positions, building construction is carried out, first support columns 2 are inserted into proper positions at the upper ends of the foundation 1, the first support columns 2 are installed between the first support columns 2 and the first support columns 2 through fixing pipes 51, the first support columns 2 are prevented from being extruded towards the middle through the fixing pipes 51 and jacking rods 52 during an earthquake, the first support columns 2 are prevented from tearing towards two sides through the jacking rods 52 and second fixing plates 55 during the earthquake, the foundation 1 is supported through supporting tables 61 and fixing columns 64 during the earthquake, the foundation 1 is prevented from being damaged through first connecting pipes 62 and reinforcing ribs 63 during the earthquake, the foundation 1 is protected during the living, the building is supported through the reinforcing columns 71 and second support columns 72 during the living, the phenomenon that the inner structure of the building is prevented from being collapsed and collapsed during the earthquake is prevented, and the inner structure of the building is prevented from being collapsed through the fixing seats 73, the diagonal rods 74 and the second connecting seats 75 during the earthquake is beneficial to escaping.
By using the technical scheme of the invention or under the inspired by the technical scheme of the invention, a similar technical scheme is designed by a person skilled in the art, so that the technical effects are achieved, and the technical effects fall into the protection scope of the invention.
Claims (4)
1. An improved earthquake-proof building, characterized in that: the improved earthquake-proof building comprises a foundation (1), a first support column (2), a wall (3), a building outer wall (4), a tearing-proof support rod structure (5), a support fixing table structure (6), a collapse-proof support column structure (7), pre-embedded columns (8), plug-in rods (9), a first fixing plate (10), a pre-warning column (11), a connecting column (12), a rain-proof plate (13), a first connecting seat (14), a hanging ring (15), a connecting table (16) and a building roof (17);
the first support columns (2) are respectively inserted into the left side and the right side of the upper end of the foundation (1); the wall (3) is built on the outer wall of the first support column (2); the building outer wall (4) is laid on the outer wall of the wall (3); the anti-tearing support rod structure (5) is sequentially arranged between the first support columns (2) from top to bottom; the supporting and fixing table structure (6) is arranged at the lower end of the foundation (1); the collapse prevention support column structure (7) is arranged at the middle position of the upper end of the foundation (1); the connecting tables (16) are respectively connected to the middle positions of the left end and the right end of the foundation (1) through bolts; the embedded columns (8) are respectively welded at the lower ends of the connecting tables (16) at the left side and the right side; the inserting rod (9) is inserted into the left side and the right side of the upper end of the building roof (17); the first fixing plate (10) is welded at the upper end of the plugging rod (9); the lower ends of the early warning columns (11) are welded at the left side and the right side of the middle of the upper end of the building roof (17); the upper end of the connecting column (12) is welded at the middle position of the lower end of the rain-proof plate (13); the upper ends of the early warning posts (11) are respectively welded at the left side and the right side of the lower end of the rain-proof plate (13); the first connecting seats (14) are respectively connected to the left side and the right side of the lower end of the rain-proof plate (13) through bolts; the hanging rings (15) are respectively welded at the middle position of the lower end of the first connecting seat (14);
the anti-tearing support rod structure (5) comprises a fixed pipe (51), a jacking rod (52), a jacking plate (53), a connecting rod (54), a second fixed plate (55) and a bolt (56), wherein the jacking rod (52) is welded at the middle position of the upper end and the middle position of the lower end of the fixed pipe (51) respectively; the jacking plates (53) are respectively connected with the left end and the right end of the jacking rod (52) through bolts; the connecting rod (54) is inserted in the middle position inside the fixed pipe (51); the second fixing plates (55) are respectively welded at the left end and the right end of the connecting rod (54); the bolts (56) penetrate through the middle position inside the upper end of the second fixing plate (55) respectively; the bolt (56) also penetrates through the middle position inside the lower end of the second fixing plate (55);
the supporting and fixing table structure (6) comprises a supporting table (61), a first connecting pipe (62), reinforcing ribs (63), fixing columns (64), mounting columns (65) and a second connecting pipe (66), wherein the fixing columns (64) are welded on the left side and the right side of the lower end of the foundation (1); the mounting columns (65) are respectively welded at the lower ends of the first support columns (2); the first connecting pipe (62) is connected with the middle position between the fixing columns (64) through bolts; the first connecting pipe (62) penetrates through the inner middle position of the supporting table (61); the reinforcing rib (63) is inserted into the middle position inside the first connecting pipe (62); the mounting columns (65) are sleeved on the left side and the right side of the outer wall of the first connecting pipe (62); the second connecting pipe (66) is welded at the lower part between the mounting posts (65);
the fixing pipe (51) is sequentially connected between the first support columns (2) through bolts from top to bottom; the second fixing plates (55) are respectively arranged on the outer walls of the left side and the right side of the first support column (2); the bolts (56) are respectively inserted into the outer walls of the left side and the right side of the first support column (2) from top to bottom in sequence;
the collapse prevention support column structure (7) comprises a reinforcement column (71), a second support column (72), a fixing seat (73), an inclined support rod (74), a second connecting seat (75) and a building column (76), wherein the reinforcement column (71) is inserted in the middle position inside the second support column (72); the fixing seats (73) are connected to the lower positions of the left side and the right side of the building column (76) through bolts; one end of the inclined stay bar (74) is connected with the middle position inside the fixed seat (73) in a shaft way; the other end of the inclined strut (74) is axially connected to the middle position inside the second connecting seat (75); the building column (76) is built on the outer wall of the second supporting column (72);
the second support column (72) is connected to the middle position of the upper end of the foundation (1) through bolts; the second support columns (72) respectively penetrate through the middle positions inside the fixed pipes (51); the second connecting seats (75) are respectively connected to the left side and the right side of the lower end of the fixed pipe (51) through bolts; the connecting column (12) is welded at the upper end of the reinforcing column (71).
2. An improved earthquake-proof building according to claim 1, wherein said reinforcing column (71) is an iron column; the diagonal brace (74) is a stainless steel bar.
3. An improved earthquake-resistant building of claim 1, wherein: the lower end of the plug rod (9) is connected with the upper end of the first support column (2) through a bolt; the building roof (17) is connected to the upper end of the first support column (2) through bolts.
4. An improved earthquake-resistant building of claim 1, wherein: the reinforcing ribs (63) are cylindrical reinforcing steel bars; the second connecting pipe (66) is made of stainless steel pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811122380.0A CN109296243B (en) | 2018-09-26 | 2018-09-26 | Improved earthquake-proof building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811122380.0A CN109296243B (en) | 2018-09-26 | 2018-09-26 | Improved earthquake-proof building |
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| Publication Number | Publication Date |
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| CN109296243A CN109296243A (en) | 2019-02-01 |
| CN109296243B true CN109296243B (en) | 2024-01-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811122380.0A Active CN109296243B (en) | 2018-09-26 | 2018-09-26 | Improved earthquake-proof building |
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| CN (1) | CN109296243B (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818584A (en) * | 2010-04-29 | 2010-09-01 | 王智鑫 | Heat preservation, lightning protection and earthquake proofing house |
| CN204457032U (en) * | 2015-02-10 | 2015-07-08 | 周昌贤 | A kind of rescuing device for earthquake |
| CN107605040A (en) * | 2017-10-25 | 2018-01-19 | 刘昊天 | A kind of rural area earthquake-resistant structure house support frame structure |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3189086B2 (en) * | 1995-03-13 | 2001-07-16 | 橋村資材株式会社 | Collapse prevention equipment for buildings |
| JP3477597B2 (en) * | 1996-03-04 | 2003-12-10 | 清水建設株式会社 | Seismic retrofit structure of existing building |
| JP2011074732A (en) * | 2009-10-02 | 2011-04-14 | Asahi Kasei Homes Co | Frame reinforcement structure |
-
2018
- 2018-09-26 CN CN201811122380.0A patent/CN109296243B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818584A (en) * | 2010-04-29 | 2010-09-01 | 王智鑫 | Heat preservation, lightning protection and earthquake proofing house |
| CN204457032U (en) * | 2015-02-10 | 2015-07-08 | 周昌贤 | A kind of rescuing device for earthquake |
| CN107605040A (en) * | 2017-10-25 | 2018-01-19 | 刘昊天 | A kind of rural area earthquake-resistant structure house support frame structure |
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| Publication number | Publication date |
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| CN109296243A (en) | 2019-02-01 |
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